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Pile Group Analysis
- Input any pile layout scheme!
- Calculates distribution of vertical concentrated
load and moment at each pile.
- Input different axial stiffness of individual piles.
- Calculates center of gravity of the pile group.
- Input moment of inertia of the pile group about
both horizontal axes.
- Calculates eccentricity of load and moment from
center of gravity of the pile group.
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ASCE 7-95 Wind Load Generator
Handles main wind-force resisting systems including
the wind loading for main wind-force resisting system,
components and cladding of buildings and other structures.
- Low-rise buildings.
- Buildings of all heights.
- Calculates wind loading at every floor level for
multi-story buildings and wind pressure combination
for full and partial loading of building with mean
roof height h greater than 60 ft.
- Open buildings and other structures.
- Chimneys, Tanks and Similar Structures.
- Solid Signs and Open Signs.
- Lattice Frameworks.
- Trussed Towers.
- Calculates Topographic Factor Kzt for building at
ridge, escarpmen and axisymmetrical hill.
- Calculates Internal Pressure Coefficients for Buildings.
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Considers Building Components and Cladding
- Considers wall components and cladding for enclosed
or partially enclosed buildings based on effective
wind area and location
- Considers roof components and cladding for enclosed
or partially enclosed buildings with the following
roof types based on effective area and location:
- Gabled roof
- Hipped roof
- Stepped roof
- Multispan gabled roof
- Monoslope roof
- Sawtooth roof with two or more spans
Considers Flexible Buildings and Other Structures
(f < 1 Hz)
- Calculates the Gust Effect Factor based on building
dimensions, basic wind speed at reference height,
type of exposure, building natural frequency and damping
ratio.
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